RENCANA ANGGARAN BIAYA RENOVASI RUMAH TINGGAL IBU SARI PEKERJAAN LANTAI I Jakarta, 9 Juni 2008 No. 1 I
Vol./Sat
Jenis Pekerjaan 2 P EK EKE RJ RJ AA AAN PERSIAP AN AN 1 Pe P embuatan los kerja / D.k eet ( 2x 3 ) 2 Persiapan listrik kerja
3 2
m bln
6.00 5.00
H.Satuan
Jumlah
Total
4
5
6
150,000.00 100,000.00
Sub total I II
PEKERJAAN TA TANAH 1 Ga Galian tanah pondasi batu kali 2 Urug tanah pondasi batu kali
3
m 3 m
6.10 6.10
27,500.00 12,000.00
Sub total II III
PEK PEKERJA ERJAA AN PON PONDA DASI SI 1 Ur Urug pasir alas pondasi t : 5 cm 2 Pas, pondasi batu kali
IV 1 2 3
4 5
V 1 2 VI 1 2 3 4 5 6 7 VIII VIII 1 IX A. 1 2 B 1 2 3 4
Sub total III PEK.B PEK.BET ETON ON BERT BERTUL ULAN ANG G / STRU STRUKT KTUR UR Beton pondasi poer Beton Beton sloo slooff - Uk. 15 x 30 Beton Beton kolo kolom m - U k . 30 x 30 ( K 1 ) - Uk. 15 x 15 ( Kpr ) Beton Beton balok konstru konstruksi ksi - Uk. 30 x 25 Beton Beton lantai lantai - Tangga - Beton lantai kerja Sub total IV P EK EKE RJ RJ AA AAN DINDING Pas. Dinding bata ruangan Plester & aci Sub total V PEK PEKERJA ERJAA AN LANTA NTAI Pa P as.krmk Ruang Tamu Uk. 30 x 30 Pa P as.krmk Ruang Tidur 1 Uk. 30 x 30 Pa P as.krmk Ruang Tidur 2 Uk. 30 x 30 Pa Pas.krmk Ruang Dapur Uk. 30 x 30 Pa P as.krmk Ruang Makan Uk.30 x 30 Pa Pas.krmk Teras Depan Uk.30 x 30 Pas.krmk KM/W C Uk.20 x 20 Sub total VI PEKE PEKERJ RJA AAN PLA PLAFO FOND ND Pa P as. Rgk pipa holow + Pas Gypsum Sub total VIII PEK. PEK.IN INS. S.LI LIST STRI RIK K & Acc Lantai Bawah Instalasi lampu penerangan Instalasi stop kontak Sub total A Acc. Acc. Peke Pekerrjaan jaan List Listri rik k Saklar tunggal broco Saklar ganda broco Stop kontak broco Lampu Biasa Sub total B
3
m 3 m
0.85 6.10
3
1.800 m
189,760.00 525,000.00
900,000.00 500,000.00 1,400,000.00
1,400,000.00
167,750.00 73,200.00 240,950.00
1,640,950.00
161,296.00 3,202,500.00 3,363,796.00
5,004,746.00
2,195,000.00
3,951,000.00
3
2,168,000.00
1,390,230.00
0.64
m
1.80 0.45
m 3 m
3
2,200,000.00 1,786,500.00
3,960,000.00 803,925.00
1.07
m
3
2,386,000.00
2,550,037.50
2.57 2.10
m 3 m
3
2,350,000.00 390,000.00
6,039,500.00 819,000.00 19,513,692.50
24,518,438.50
2,188,800.00 3,955,800.00 6,144,600.00
30,663,038.50
973,608.80 779,580.00 1,006,957.50 259,860.00 939,393.90 346,480.00 361,350.00 4,667,230.20
35,330,268.70
3,523,650.00 3,523,650.00
38,853,918.70
525,000.00 495,000.00 1,020,000.00
39,873,918.70
19,000.00 25,000.00 46,500.00 165,000.00 255,500.00
40,129,418.70
57.00 114.00
11.24 9.00 11.63 3.00 10.85 4.00 4.50
54.21
3.00 3.00
2.00 2.00 3.00 3.00
2
m 2 m
2
m 2 m 2 m 2 m 2 m 2 m 2 m
m
2
titik titik
bh bh bh bh
38,400.00 34,700.00
86,620.00 86,620.00 86,620.00 86,620.00 86,620.00 86,620.00 80,300.00
65,000.00
175,000.00 165,000.00
9,500.00 12,500.00 15,500.00 55,000.00
X
PEK. SANITARY & INST. AIR 1 Pas. Closet - Closet duduk KM / WC 2 P embuatan bak kontrol ( 40 x 40 x 60 ) 3 Pas. Kran tembok - Kran KM / WC + tempat cuci + taman 4 Pas. Pipa sal.air bersih PVC 1/2" 5 Pas. Pipa sal.air bersih PVC 1 1/4" 6 Pas. Pipa air kotor PVC 4" 7 Pntu WC ( PVC ) 8 Knee drat dia.1/2" 9 Knee drat dia. 1 1/4" 10 Tee dia.1 1/4" 11 Vlok sock dia.1 1/4" - 1/2" 12 Knee dia.4" SUB TOTAL X XI PEKERJAAN PENGECATAN / FINISHING 1 Pengecatan dinding Vinilex 2 Pengecatan plafond lt.bawah 3 Finishing politur daun pintu ( kuas ) 4 Finishing politur daun Jendela ( kuas ) 5 Finishing politur kusen ( kuas ) SUB TOTAL XI TOTAL PEKERJAAN BANGUNAN BARU Dibulatkan Luas Bangunan Lantai I Total Biaya Pekerjaan Lantai I Harga per m
1.00 2.00
bh bh
1,750,000.00 95,000.00
1,750,000.00 190,000.00
3.00 12.00 10.00 9.00 1.00 3.00 4.00 3.00 4.00 3.00
bh m' m' m' unit bh bh bh bh bh
96,000.00 12,000.00 15,000.00 56,000.00 550,000.00 7,500.00 9,000.00 5,000.00 6,000.00 10,000.00
288,000.00 144,000.00 150,000.00 504,000.00 550,000.00 22,500.00 36,000.00 15,000.00 24,000.00 30,000.00 3,703,500.00
114.00 54.21 6.20 5.10 22.00
52.21 49,994,000.00 957,556.02
2
m 2 m 2 m 2 m m'
m
25,500.00 25,500.00 62,500.00 62,500.00 53,000.00
2,907,000.00 1,382,355.00 387,500.00 318,750.00 1,166,000.00 6,161,605.00
43,832,918.70
49,994,523.70 49,994,523.70 49,994,000.00
2
PEKERJAAN LANTAI II Jakarta, 9 Juni 2008 No.
Jenis Pekerjaan
Vol./Sat
H.Satuan
Jumlah
Total
1 I
2 PEK.BETON BERTULANG / STRUKTUR Beton kolom - Uk. 30 x 30 ( K2 ) - Uk. 15 x 15 ( Kpr ) Beton balok konstruksi - Uk. 20 x 30 Beton lantai - Beton pelat lantai t = 12 cm Sub total I P EKERJ AAN DINDING Pas. Dinding bata ruangan Plester & aci Sub total II PEKERJAAN LANTAI Pas.krmk Ruang Tidur 1 Uk. 30 x 30 Pas.krmk Ruang Tidur 2 Uk. 30 x 30 P as.krmk Ruang keluarga Uk. 30 x 30 Pas.krmk balkon Uk.20 x 20 Pas.krmk Tangga Uk.30 x 30 Sub total III PEKERJAAN KUSEN, PINTU, JENDELA ( Kamper Samarinda ) Pek. Kusen Daun pintu - Pintu ( Teakwood ) - Pntu WC ( PVC ) Daun Jendela - J1 - J1A Loster Pas. kunci pintu ruangan Pas. kunci pintu WC Pas. Grendel tanam p. 60 cm Pas. Engsel pintu ruangan ( 5" ) Sub total IV
3
4
5
6
1
2 3
II 1 2 III 1 2 3 4 5 IV 1 2
3
4 5 6 7 8
2.52 0.47
m 3 m
3
2,200,000.00 1,786,500.00
5,544,000.00 844,121.25
2.07
m
3
2,300,000.00
4,761,000.00
4.86
m
3
2,350,000.00
11,421,000.00 22,570,121.25
22,570,121.25
4,368,000.00 7,894,250.00 12,262,250.00
34,832,371.25
779,580.00 389,790.00 389,790.00 943,525.00 727,608.00 3,230,293.00
38,062,664.25
113.75 227.50
9.00 4.50 4.50 11.75 8.40
2
m 2 m
2
m 2 m 2 m 2 m 2 m
0.34
m
3.00 2.00 4.00 1.00 16.00 3.00 2.00 3.00 3.00
3
38,400.00 34,700.00
86,620.00 86,620.00 86,620.00 80,300.00 86,620.00
9,000,000.00
3,064,500.00
unit unit
450,000.00 550,000.00
1,350,000.00 1,100,000.00
unit unit unit bh bh bh psg
350,000.00 400,000.00 55,000.00 105,000.00 62,500.00 35,000.00 9,500.00
1,400,000.00 400,000.00 880,000.00 315,000.00 125,000.00 105,000.00 28,500.00 8,768,000.00
46,830,664.25
V
PE KE JAAN PLAFOND 1 Pas. Rangka pipa holow + Pas Gypsum Sub total V VI PEK.INS.LISTRIK & Acc A. Lantai Bawah 1 Instalasi lampu penerangan 2 Instalasi stop kontak Sub total A B Acc. Pekerjaan Listrik 1 Saklar tunggal broco 2 Saklar ganda broco 3 Stop kontak broco 4 Lampu Biasa Sub total B VII PEK. SANITARY & INST. AIR 1 Pas. Closet jongkok 2 Pas. Kran tembok - Kran KM / WC 3 Pas. Pipa sal.air bersih PVC 1/2" 4 Pas. Pipa sal.air bersih PVC 1 1/4" 5 Pas. Pipa air kotor PVC 4" 6 Knee drat dia.1/2" 7 Knee drat dia. 1 1/4" 8 Tee dia.1 1/4" 9 Vlok sock dia.1 1/4" - 1/2" 10 Knee dia.4" SUB TOTAL VII VIII PEKERJAAN PENGECATAN / FINISHING 1 Pengecatan dinding vinilex 2 Pengecatan plafond lt.bawah 3 Finishing politur daun pintu ( kuas ) 4 Finishing politur daun Jendela ( kuas ) 5 Finishing politur kusen ( kuas ) SUB TOTAL VIII IX PEKERJAAN RAILLING, TERALIS & PAGAR BESI 1 Pas. Railling besi - RL. Tangga - RL. Void SUB TOTAL IX X PEKERJAAN ATAP 1 Pek. Atap a. Pasang Rangka Atap Atap baja ringan b. Pasang sopi -sopi baru c. Beton bertulang untuk sopi - sopi 2 Pas. Gentengpres beton 3 Pas. Nok genteng pres beton Sub total X TOTAL PEKERJAAN LANATI II Dibulatkan
29.75
7.00 5.00
2.00 3.00 5.00 7.00
m
2
titik titik
bh bh bh bh
65,000.00
175,000.00 165,000.00
12,000.00 12,500.00 15,500.00 55,000.00
1,933,750.00 1,933,750.00
48,764,414.25
1,225,000.00 825,000.00 2,050,000.00
50,814,414.25
24,000.00 37,500.00 77,500.00 385,000.00 524,000.00
51,338,414.25
2.00
bh
225,000.00
450,000.00
2.00 15.00 8.00 12.00 4.00 3.00 4.00 4.00 3.00
bh m' m' m' bh bh bh bh bh
96,000.00 12,000.00 15,000.00 56,000.00 7,500.00 9,000.00 5,000.00 6,000.00 10,000.00
192,000.00 180,000.00 120,000.00 672,000.00 30,000.00 27,000.00 20,000.00 24,000.00 30,000.00 1,745,000.00
53,083,414.25
5,801,250.00 758,625.00 581,250.00 743,750.00 1,356,800.00 9,241,675.00
62,325,089.25
1,750,000.00 1,050,000.00 1,750,000.00
64,075,089.25
227.50 29.75 9.30 11.90 25.60
5.00 3.00
77.36 13.75 1.07 77.358 4.500
Luas Bangunan Lantai II Total Biaya Pekerjaan Lantai II Harga per m
34.00 81,338,000.00 2,392,294.12
Luas Bangunan Lantai I dan Lantai II Total Biaya Pekerjaan Lantai I dan Lantai II Harga per m
86.21 131,332,000.00 1,523,396.36
2
m 2 m 2 m 2 m m'
m' m'
2
m 2 m 2 m 2 m m'
25,500.00 25,500.00 62,500.00 62,500.00 53,000.00
350,000.00 350,000.00
125,000.00 49,600.00 1,686,500.00 61,700.00 76,000.00
9,669,750.00 682,000.00 1,797,134.40 4,772,988.60 342,000.00 17,263,873.00
81,338,962.25 81,338,962.25 81,338,000.00
